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HomeMy WebLinkAboutSDP201800065 Plan - Submittal (First) Major Amendment, Final Site Plan 2018-08-03EX 11 ut 92.20' vergrown area with underneath 0 r4 L) CQ C" B5 > U) ��' 0 0 C� New Retaining Wall w/handrail Max Height=24' 51 6' CHAIN "LINK - - - - - - - -- 2--SY- FENCE Z275 SAFX 2-STORY (14,600 Sf_Y (4,550 SIF) 7,30W/FL IFFE-350.0- /FFE=34,9.0 UFE=360.0 TC 49.90 2-S-NRY UFE=,359.0 -6,700 SOL 50.1� ('144100 SF) "k, FFE=&%.30, 4 --- New a' Public -UFE=360.30 -N Easement ew 20',Public Drainage Easeim Drainage EaSerr-IL STORYP48:348.0 4,500 SF/1`L - W: 343 (9,000 $F) FFE=348.0 UFE=M.U- 48.20 16) �7_40\%w -'3 'z C_ New t7' w/g Max ail- FA Q Ul --2-STORY New 20' Public -Easement -`' _ - __ as e t �. Drainage UFE=359.35 New Retaining-Wall w -C /guard ail New 20' PublicMax Hei Drainage Easement z ----------------------- ----- --------- 7 40',0 APPROXIMATE LOCATION [UN ------------- —0 VARIABLE WIDTH ACCESS EASEMENT ----------------- -------------- ------------------------ E ------- S, Exist. WV ------ ---------------- DB 331-549 ---------- x1st X. 1411- ------------ ------ top -MH-03 Sign MCI Rim-322.64' Inv. fn�310.3 --------------------- 6 ` \ \\ \ \ \� \• Inv Out=310.26 �Afoo /EX. wvw CREEK LANE FES EX,-WVS--- pRIVATE AIN INK cA FENCE ---------------------------- 6D Exist. 20' Public --------------------------------------------------- X_ X_ X EX FH Drainage Easement IT �__ IDS 4935-90 z W 'MCI-MH-04 #*. 4 -__—Y_� vl \Benchmark 1 _RR -Spike- 8' CHAIN LINK Top=327.10' JiIn, In=310.90 310.90 Elev.=332.42' FENCE riv Out - 10 z C110 E_ z p-, 54 M W".51 PL, 1-4 E- j z GRADING PLAN NOTES: �.q �D z <� ­4 12) FLOW TO z 1. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND STORM INLETS. z fx I UA E- Z3 SHEET NO. 0 20' 0 20' 40' 60, -201 C SCALE: I"=20' SHEET 4 of 9 EX I .Inv ut '92.20' - ------ / "/ 400— = overgrown area with - - = = ' - / _ , _ I o o m rip rap underneath z a w a w �' •\ \ \ \- \ \ \ • \ \ \ \ \ - -_ \ I' _ - , � 390 - - - - - __ -'\� -_ _ _ - - _._ -- - - -- - A � x ` \ \ - \clo \ \ i D ZCnt o _ \ _ - \ \ \ l - \ as Sao \ Al \ \ 370 _ _ - - - 7-L ,tt L- ' \\\ \ \\ \ \ - - - - — — --New Retaining Wall Max Hei ht=12.�' - - - - - \ -- P `` - _ ;New Retaining Wall-�,;'- - - _ - "- - -- - - -- - - - g _ -C. Max He,ght-24' , - _ ----------- -- D O \ - - _ 6' CHAIN-LINK --2 =STORY ----- C.0 FENCE - - _ 2 -STORY \ 275 SF/FL 7,300SF/FL - - - -- - - (4,550 SF) o � \ - \ \ — — — 0: (FFE,600 ==34 A 3 -FFf=350 - 3 •• : t `, \ \ \ \ \ \ \ \ - - _ E ! ' UFE=359.0 - - UFE=360.0 • � , - \ 2 -STORY- . -6,700 SF/FL. _ _ - N\, (13,400 SF) _ / _ - , ' c0- - �i\ New 201' � ' c = FFE=350:30 Sanita,rY EasementFF r _J\. - 'a'. \\ \ \ `• \ `. .. ..` _ __ - - i p,6 aO A'4, - _ _- -WM _ _ =z � \, - - __-- ,, - 2 -STORY 500 SF - _00 _ - - - - i\ �n / \ \•\ - \ ' -- - FFE=348.0 _ - _ >` — - -- - - - - - \ - _ - / �. - - - - _, N ew 20, , 't z �\ \ ` - / NWa " - '�Easem - -- - mewRetainin�Wall ' -_ - - _ N w.Retoining W ` - w/hand?ail atl — 6 FH 415 _ a /7,100 - -_ - -- --Access t ' C (14.200SF) - I Easement FFE=349.35 Retaining_Wall - ' - - UFE=359.35 - New Retaining_Woll Max Height=8' 3 , - - - - - - - -_ _ - _ -- ` -wAandrail .\ yO.o�, / 3'+ _ = ww�guarBratl Height -5` Max - / -- / - - Sanitary -Easement `_---------- ---- --._ ---- 33A-- 9 y •'` qs� � .— ._ -- �1� - -' _ O � 4"-i DPE l -------------" \ � \ �y 'aQ 61 c� -- APPROXIMATE LOCATION ___ _ _ �} ---------------------\� \ --------- __,"'�---------------------------- 4 VARIABLE WIDTH ACCESS EASEMENT ---_ DB 337- -- ---- -- �-� ..'--- ---------- _ S 18 ' ---- ---- -- - -- - -- 549 l� 40 SCC -- Rm-322.64'- '\ -- - - _ _ ...- RWSP) r Inv. In 316 - �____ I u =310.2 30' �1oy ' . Cla ------------ LANE ° MOORES CRETE1 PR 8" warErz I jVA l _ AIN LINK SA 1 , AC FENCE . !" -------------- cch,,mark 1 -- — — y� ° MCI -MH -04 *!� _-- ` -�'1'Ik-e- g CHAIN LINK PP \ / / Top=327.10' - �. ` r� i 30' SANITARY SEWER ca Inv. In=\ i�\ EASEMENT =332.42' / aQ 1 DB 342-197 ` FENCE �^�' 6uC =310.80' 4 N o 30' SANITARY SEWER cS, EASEMENT DB 342-197 E_ Z TILITY PLAN NOTES: - a p \ Z / 4- 1. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA ' Z OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. ' W 2. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE-+ Z ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. j '� SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET Q a C-301. - - - - � 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE.'D ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND a - MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO 900�'- CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR E H 104 `�'- ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE a SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION j SHEET NO. FLOW. Oo oe -� 4. EXISTING RWSA MANHOLES SHALL BACKFILLED TO ORIGINAL -i2 0 2 GRADE TO THE SATISFACTION OF RWSA. 20' 0 20' 40' 60' 5. A FLOW ACCEPTANCE REQUEST ME BE REQUIRED IF THE END C-202 '� / -'\ .. \ • VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE SCALE: i"-_ 20' FLOWS. — SHEET 5 of 9 370 360 350 340 330 Ex. 8" DI xls in a -ter__ Grade___---- iv 320 310 Ex. 30" la Sanitary 0+00 0+50 1+00 1+5( 1 STORM SEWER PROFILE I C-300 HORZ SCALE: 1°-30' 370 360 350 340 330 320 310 OrrN'IM Tog, II~ I-II - o ~ II 0 (n> ZZ Z +o II ~ + M �MM MZZ Lxlsting ¢O > ¢O�» un>1 ZZ N>d^ZZ 0 d- tri w�M�G-ram CJ ^ M M O e) Mh + <f II 11 360 F� N2Y - O >> K Mi z t B C 350 D E No�zz 320 o rO 340 e `q co 350 '+ ro m-ai m M � d 5. A FLOW ACCEPTANCE REQUEST ME BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF O o mto ro M mM a1 tnadM ra O�rn2 .pp e' ,2 II N +MM~ +o II ~ + M �MM MZZ Lxlsting ¢O > ¢O�» un>1 ZZ N>d^ZZ 0 d- tri w�M�G-ram CJ ^ M M O e) Mh + <f II 11 360 F� N2Y - O >> K Mi z A B C 350 D E No�zz 320 o rO 340 2+00 2+50 3+00 3+50 4+00 4+50 0+00 0+50 1+00 5 SANITARY SEWER PROFILE I C-300 HORZ SCALE: 1"=30' VERT SCALE: 1"=10' F .. v aaaraawa �. � X \ X1 4 /� / X x " r '$ x x x x .a 'X x x x x xx X X x� X x ae X x axsHb X) X X X X X X x X aevrur as mr.-tea 1 �_ 1+50 2+00 2+50 X X X -- �X Ix x x x `X r X x X X X\ XX X X X X 3+00 3+50 x x t 370 360 350 340 330 320 310 4+00 4+50 5+00 ng 84.40 1 PE(s'6 .-.- rn 110 1 340 rn "-8" Sanitary +oa n WII N>� z Z 330 370 360 350 5+50 6+00 County of Albemarle i i�fj{'/f/ nry rara vv -ase - xrverm'i°r�arssi earax Concrvaon Plan Checklist - To be placed on Landscape P a Plans (Handbook, pp H1-284-111-297 for complete specifications) uwor� �r sa'r y no '\%' • must vw 1. The Allmvin items shall be shaven on the lean Dia v"`""'' ❑ es to be saved; ❑ LXdn is of clearing (outside dripline of trees to be saved); ❑ Location and t e of rotective fencing; t ❑ Grade than JP u P grs req icing tree wells or wa0s; �„e� ❑ Proposed Trenching or tunneling beyond the limits of'clearing. 2. Markings: ---"---- - -- __. ❑ All trees to be saved shalt be marked with print or ribbon at a height clearly visible to equipmene operators 370 Lxlsting 0 0 d- tri w�M�G-ram CJ ^ M M O e) Mh + <f II 11 360 F� N2Y - O >> K Mi z A B C 350 D E No�zz 320 o rO 340 e `q co 350 '+ ro m-ai m M � d 5. A FLOW ACCEPTANCE REQUEST ME BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF O o mto ro M mM a1 tnadM ra O�rn2 .pp e' 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and II N +MM~ II ro +� II H RWSA prior to the start of any work. -m -� +� M II 11 , M�p,j fid- II II1 II nz~ o II o II � o M 1 II M z manholes must be pressure -tested before a connection is made to the system.The location of existing utilities as shown on E» F'ZZ rte N�ZZ >Fes>> NEZZ rte>> Existing NFrZZ Fes» N�ZZ Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. X Grade -' X( 7 Q X -------- ___ - Finished T1. o EX -3 ,.Q - -_---� Grade o Finished Grade 18 Storm operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require / o N certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. , ❑ Heavy equipment, vehicular traffic and storage cf construction materials including soil shall not be permitted within the driphince of trees 0 d" o`q vin Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to 55.03'- PVC �D.50% e 1 18 68.12-8 -. 83.1' PVC ®050% VC 00.507 +NM+ II Z X X X aC M Ilp-O 0 j X - existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be to be saved. � backfilled with compacted 57 stone to the springline of the existing pipe. `w an a X 10. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making X XX � Existing / tiProvide X S. Soil L% rahat and Starmwater Detention Devices: Grade required to prevent any contamination of the public water system °' Concrete i�,a sa DI Water 0 Alfa 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhang* retaining walls, / footers for any structure. drainage structures. etc. ❑ Smh devices shall not adversely affect [rtes to be saved. 13. Trees are not permitted in the RWSA easement. 5• - X z 0+00 0+50 1+00 5 SANITARY SEWER PROFILE I C-300 HORZ SCALE: 1"=30' VERT SCALE: 1"=10' F .. v aaaraawa �. � X \ X1 4 /� / X x " r '$ x x x x .a 'X x x x x xx X X x� X x ae X x axsHb X) X X X X X X x X aevrur as mr.-tea 1 �_ 1+50 2+00 2+50 X X X -- �X Ix x x x `X r X x X X X\ XX X X X X 3+00 3+50 x x t 370 360 350 340 330 320 310 4+00 4+50 5+00 ng 84.40 1 PE(s'6 .-.- rn 110 1 340 rn "-8" Sanitary +oa n WII N>� z Z 330 370 360 350 5+50 6+00 County of Albemarle i i�fj{'/f/ nry rara vv -ase - xrverm'i°r�arssi earax Concrvaon Plan Checklist - To be placed on Landscape P a Plans (Handbook, pp H1-284-111-297 for complete specifications) uwor� �r sa'r y no '\%' • must vw 1. The Allmvin items shall be shaven on the lean Dia v"`""'' ❑ es to be saved; ❑ LXdn is of clearing (outside dripline of trees to be saved); ❑ Location and t e of rotective fencing; t ❑ Grade than JP u P grs req icing tree wells or wa0s; �„e� ❑ Proposed Trenching or tunneling beyond the limits of'clearing. 2. Markings: ---"---- - -- __. ❑ All trees to be saved shalt be marked with print or ribbon at a height clearly visible to equipmene operators REQUIREMENTS. roZP to AXo� 7e N OWNER SIGNATURE (DATE) 7 FOREST & OPEN SPACE EASMENT PLAN ao' o ao' iso' zoo' DA CANOPY SAVE AREA CONTRACT PURCRASER SIGNATURE (TE) C-30 SCALE: 1" = 80' X SCALE: 1"=80' 5/1/06 Page 1 of I 320 310 6+50 370 370 Lxlsting 0 0 d- tri w�M�G-ram CJ ^ M M O e) Mh + <f II 11 360 F� N2Y - O >> K Mi z _= - - - - 18.1375 39.0'2• @1 387 350 , 360 0 `q S=� SII No�zz 320 Finished 340 ❑ No grading shall begin until the ttc making has been inspected and approved by a County Inspector. 350 ¢OY >> 350 'w 9 Z Z a^ water - 0.43' -24"1 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 5. A FLOW ACCEPTANCE REQUEST ME BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. GENERAL WATER & SANITARY SEWER NOTES FOR RIVANNA WATER & SEWER AUTHORITY (RWSA) Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards Version 1.0, adopted in December 2015. except as modified below or modified in special notes. 3. Pre-t-ttetion Conference: 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at 434-977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with, and the presence of, RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system.The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate, The Contractor shall be L1Tree preservation and protection measures shall be reviewed wtW the contractor on site. responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. X X X X( 7 Q X 4. EaafAtient Operation and Storage: T1. o blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require / certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. , ❑ Heavy equipment, vehicular traffic and storage cf construction materials including soil shall not be permitted within the driphince of trees � Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to - is the Owner. Z X X X aC 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under on 0 j X existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be to be saved. � backfilled with compacted 57 stone to the springline of the existing pipe. `w an a X 10. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making X XX � / X X S. Soil L% rahat and Starmwater Detention Devices: ^r required to prevent any contamination of the public water system i�,a sa 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhang* retaining walls, / footers for any structure. drainage structures. etc. ❑ Smh devices shall not adversely affect [rtes to be saved. 13. Trees are not permitted in the RWSA easement. X z X ,R`\ X GENERAL WATER & SANITARY SEWER CONDITIONS X X h O Z 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be W responsible for notifying the proper Service Authority officials at the start of the work. Q= Qs 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where Z H shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and W i/] z structures as necessary. Q 3. All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as 6. Pir_esf� p P4 Z adopted by the Albemarle County Service Authority. El X X X a w 5. The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). - W ,. X X Te--ZC,_ over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. X X p„ 7. All water and sewer appurtenances are to be located outside of roadside ditches.'S ❑ Fires are not permitted within 100 feet ofthe dripline ot'two, to be saved. !++ El Z+ yH 4 4 H a F Q' F o E- � z w � w rn SHEET NO. 7• ToziToxic rites: I a�'w a s�o X X X X X X X X X X X X X X X X X X ❑ Toxic materials shall not be stored within 100 feet ofthe dripline of ages to be saved. r� j I X X X X X X X X X X X X X X X X X X X X X X X 8. Prot Fencing: ❑ to be retained within 40 feet ofa proposed building or grading activity shall be protected by fencing. ees I X X X X X X X X X X X X X X X X X X X X X X X X X X X X ❑ Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. X X X X X X X X X X X X X X X X X X X X X X X X X X X X 9, Tree'N'elhn ' ❑ When the ground level must be raised within the dripline ofa ace to be saved, a tree well shall be provided and a construction detail X X X X X X X X X X X X X X X X X $ submitted for approval. $$ v a imn m �X a r I j A X X X X X X X X X X X X X X X X X� X X X X X X X X X X X 10. Tree Walls: s ❑ When the ground level must be lowered within the dripline a nee to be saved, a tree wall shall be provided; and a construction detail _ f X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X submitted for approval. _ X X � X X X X X X X X X X X X X X X X X X X X X X X X X X X 11. Trenching and Tunneling: `� f� it X X X X X X X X X X X X X X X X X X X X X X X X X X X • X* ❑ When trenching is requ'ned within the limits of clearing it shall be done as far away fiom the tanks of noes as possible. Tunneling trader a lug, nee. shall be considered as an alternative when it is anticipated that necessary patching will destroy feeder roots. 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X 12. ClennbQ j�_�' ❑ Protective fencing shall be the last items removed during the final cleanup. s anp• Q3( X X x X x X x x X x X X 13. D raAed Trees: ,� a * ev t L 9; ❑ Damaged face shall be treated immediately by pruning, fertilization or odor methods reeommend,d by a nee specia]ist. s0 0 NOTE: I'1' 1S THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. roZP to AXo� 7e N OWNER SIGNATURE (DATE) 7 FOREST & OPEN SPACE EASMENT PLAN ao' o ao' iso' zoo' DA CANOPY SAVE AREA CONTRACT PURCRASER SIGNATURE (TE) C-30 SCALE: 1" = 80' X SCALE: 1"=80' 5/1/06 Page 1 of I 320 310 6+50 370 370 Lxlsting 0 0 d- tri w�M�G-ram CJ ^ M M O e) Mh + <f II 11 360 F� N2Y - O >> K Mi z _= - - - - 18.1375 39.0'2• @1 387 350 360 360 0 `q S=� SII No�zz 320 Finished 340 0+00 0+50 350 ¢OY >> 350 'w 9 Z Z a^ water - 0.43' -24"1 0+00 0+50 2 STORM SEWER PROFILE 2 C-300 HORZ SCALE: 1"=30' 360 350 340 330 STR-5A 340 340 1 Existing 1330 330 1 Grade 1+00 0+00 0+50 3 STORM SEWER PROFILE 3 C-300 HORZ SCALE: 1"=3D' 0 360 350 370 STR-6 0 M � O .M 2. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, 340 Mi z _= - - - - 18.1375 39.0'2• @1 387 o r`ti 360 360 0 `q S=� SII No�zz 320 METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING II 11 It -o 0+00 0+50 350 ¢OY >> 350 'w 9 Z Z 340 340 1 Existing 1330 330 1 Grade 1+00 0+00 0+50 3 STORM SEWER PROFILE 3 C-300 HORZ SCALE: 1"=3D' 0 360 350 340 o`r'. ad c SJ o1, c �9 LINE. 2. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, 340 330 _= - - - - 18.1375 39.0'2• @1 387 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 330 320 METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING 0+00 0+50 4 STORM SEWER PROFILE 4 C-300 HORZ SCALE: 1"=30' MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 340 330 } Existing Finished FGrade �;'� Grade_- 24" Storm --- 8" DI Water Main no N ' 15" Storm 360 350 340 330 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 6 WATER MAIN PROFILE I C-300 HORZ SCALE: 1"=30' VERT SCALE: 1"=10' UTILITY PLAN NOTES: 1. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 2. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 5. A FLOW ACCEPTANCE REQUEST ME BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. GENERAL WATER & SANITARY SEWER NOTES FOR RIVANNA WATER & SEWER AUTHORITY (RWSA) Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards Version 1.0, adopted in December 2015. except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at 434-977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with, and the presence of, RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system.The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate, The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from Eve., RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. Q S. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. Z 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under on 0 existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be P. backfilled with compacted 57 stone to the springline of the existing pipe. `w 10. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making w any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be q required to prevent any contamination of the public water system 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhang* retaining walls, footers for any structure. drainage structures. etc. 13. Trees are not permitted in the RWSA easement. z GENERAL WATER & SANITARY SEWER CONDITIONS ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) O Z 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be W responsible for notifying the proper Service Authority officials at the start of the work. Q= Qs 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where Z H shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and W i/] z structures as necessary. Q 3. All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as p P4 Z adopted by the Albemarle County Service Authority. El 4. Datum for all elevations shown in National Geodetic Surveys Z a w 5. The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). - W 6. All water and sewer pipes shall have a minimum of three and o half (3.5) feet of cover measured from the top of pipe 0Q Z over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. Z p„ 7. All water and sewer appurtenances are to be located outside of roadside ditches.'S 8. Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. El Z+ yH H a F Q' F o E- � z w � w rn SHEET NO. C-304 SHEET 7 of 9 A" NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' )-l-M"-22" 7 CU. FT. 068 STONE - 8" X 6" TEE 2500P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR SLOPED AREA - i' -O" MAX 2 -0 RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE 0' SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN e ' .p THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" p 12'MIN =11.INMINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE e OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH p a0 TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ° e '? PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C \E \ E A L- gB \E E H - L� a E ofoEy< _ E E� 'E E vMU u E F00 u FTC I 5-5- _ I o E E E E O E uWi h � B, CE O O TYPICAL MANHOLE FRAME &COVER N.T.S FIG S -I -D GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" I INITIAL BACKFILL 24 1 a" a" a" a" MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4!M1 INITIAL BACKFILL 4' MI UNSTABLE a" 8" S" e" SOIL,-�_­ MIN. MIN. MIN MIN. #68 STONE RANULAR FILL AS - - "'''<} �APPROVED BY ACSA S aCK- z STABLE, •SOIrL+'OR ROC\ NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA -� STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL -I STEPS CAST IN PLACE 3'-0., MIN PRECAST REINFORCED CONCRETE SECTIONS 42 -MIN "0" RING SEALS a 16" MAX I MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 6• FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING - - SEWER. A FILLETED INVERTTR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A V COMPRESSION x 3/4' MALE PIPE COUPUNG OR APPROVED EQUAL Q S SOFT COPPER OR USE IN ATTACHE- SINGLE FAMILY RESIDENTIAL -NOES OR DUAL RESIDENTIAL AND IRRIGADON SERNCEG. "A'.. TEE NOTE 0 NO GY 7EO EnMOC 2' DUAL SERVICE 2 " COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL PE 'K SOFT PER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL Y,HERE AN IRRIGAliON METER IS NOTT P- PRONOEQ. SINGLE SERVICE NOTE: 1) GAGGLES SHALL BE USED ON PVC PIPE. CAST IRON LID .FINISHED GRADE LOOK NO MEIEft BALL BOX AL INLET & ) 3S' MIN. WitET COPPERSETIER 1/8 BEND COUPUNG-\ X01, METER CORPgRAt10N STOP "L+'1,y .;"$. �1:-�;r.. NECCES S 7i�t.Ly. tr._Irj`x( SAAN. OR DUST UNDER '?:; R;q av AND GEITEfl (2 -INCH "1'!'.I 4" DIAMElE0. DRAIN PIPE, 12" MINIMUM THICKNESS) }''Y'''?;y,�, �"�!lLT SP ED. 20J NOSJEAOGwRECA1E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W -GA IN ,IIS '��� \�/ �\RTI �� d OR ALL LIS OR WYE FITTIt WIDEN OA CC ATE OHOR IMMOI v pREQUIRED. .415 BEDDING REQUIRED Who J T 5 MIN T , SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU YD. TO THE MANHOLE. BEND L H T L H T FINISHED GRADE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 90 2.50 2.50 3.01 0.24 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER z OF 3 FEET. 7TR 4" & 6" 45 221 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2 00 2.25 2.50 0,15 11 /4 1.50 2.00 2.50 0.10 -- � M.J. GATE VALVE WATER LINE 90 3.66 3.16 3.21 0.48 2500 P.S.I. CONCRETE 81, 45 221/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 453.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 i/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 1 0.18 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS CAPPED ENDS PAINTED BLUE IN REMOTE AREAS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 'oI LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO HIGHWAY DEPARTMENT APPROVAL. TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. FINISHED GRADE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". II VALVE BOX W/ LID II 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER z OF 3 FEET. 7TR LT EATEDD FINISHED GROUND MARKER PLUG END OF - SECTION SERVICE LATERAL LINE WYE -TEE PLAN R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 PIPE/ SLOT (2 PLACES) REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE O BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER N0. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE �- VARIED. D.I. PIPE 2500 151 CONCRITE PLAN SPACING-{-SPAGNOSPACING DJ. PIPE ANCHOR NO. 1 AT FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24'V� 50% OR GREATER NOT OVER 16' S<aa PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N. FIG. S-4 0 a z azo QR�o �z��oo N - ' W I --i (1,' U m Q W a zwc,u az z W 0 � x H z a we W ar, W Q �0Z a z 0 --I E w a � E+ () W 4 SHEET NO. C-301 SHEET 8 of 9 PLACE V GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'oI AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;�. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE of 1 ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u 'i N � -- � M.J. GATE VALVE WATER LINE 4 2500 P.S.I. CONCRETE 8 2'x 2' BEARING AREA. THRUST BLOCK ',4 n a. n' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 0 a z azo QR�o �z��oo N - ' W I --i (1,' U m Q W a zwc,u az z W 0 � x H z a we W ar, W Q �0Z a z 0 --I E w a � E+ () W 4 SHEET NO. C-301 SHEET 8 of 9 NOTES: r cast w RI -E S. Er 101 FEET RO IS, -ONS FIE OF SNN8I IF 6 a ES AxU To THE DEPT. OP D COMBINATION°E6t'ECURB PAND GUTTERjJILVTON RE IF NOTES:1. THIS REN HI WE PREIIT 11 'IT 11 PIASI. IP carr w aEacE, 1, FOR USE WITH STSEILIZED :aTHE IS aE.R .. SSUFS& MOD 5. ALLOWSHTLI 11 1 FOR THE USE OF CG -7 S TIES aa,L RRE"TI E. w"S�;�os - SE NIS ITU SO. THE STMOMNCONNECTION FOR STREET INTERSESIONS ARE To "N'THE ,U,,,, MRS CONTIEUMHOR _IHISIATED. SN'S. OF THE SURE AHO INS WE SOHVITE 4T 0, 11.111.11TIO 111.11.017 THE OFTmx OF THE o NTRMTOR ° SUSSo nw. DEPTH N' I w ueMNx A, COMBINATION 4" CURB AND GUTTER __a_ "11 1 SAFE MRSNA SIF -ST OF TFEINIFORT-1 THE 1-1 ILOFE 1-1 A A wro EE -: r"R GENERAL NOTES +s a CI C� ux w Dwx ox P, s, 111 Txe NODtiTASLE c"RR ° E oNFDDRA,Dx. w D L.1 °Esc" TO sE 1s 11 w Trs rs,00Ao. of 0 - Nr wxa cu, aE WTIIP .1 RFI re.,, EPS xO ,Now, ON T-11 SEDTrorv. A,J-�' .,a�N,Ns reDADwA, E,DEaT POR REP,.EEZExT PDRaOSEs. PLAN VIEW ENTRANCE NOTES L E UNI curev. ,ENtAN.cE orv:� cELG 9€ auras ,_OR RN w - --_W "DNMR ° EVIL are°v cs ac Tvs DILN&'cx°ss III ISTE. IN :, aE NOT ,IPEc a,E ,O TPEET ,LRE'T SHE coNusR,a Exrau+cE INTERSECTION NOTES e , TN A a F.­­Ns,RDD cx :N c .1-11S 1111ECr 11 IS USED FORST"ITIONUFCT "' DPP T. .-EA -rA ALLOWABLE u N v R I� ° JC. TION ENTRANCE GRADES CHANGES .ax TE - K�L,L SECTIONC-C - IN -III vowuE O METHOD OF TREATMENT su OWNNECT10N FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) ME ESNOT„ R,1 OF ROFIF wo OF ENTR.w ® _ � �i, c c oEOTN,corE»' ­TPEDESTRIAN ACCESS ROUTE DETAIL E - Ni ,law $. -7 ® E TEND SEvoxD ErosTwc aR PNOPoSEE soDI vDEw.uK v ®E EY WE cmTER c'rore.rorwN w�OrN sNDUUWITH ®.RWrsE o x AZIM .. I R x, DPswc HALF PLAN RS LINE O E,x.,�EE DoxETRroN ,DwTxrn,N REaxREO BARS. w r " -� z.-NISED r si.- TO DE ax.Lss . s coxurc,E. .reR Rv w7r°N DEPTH D _UiS.OF wWro TEIH 31-11 HERD D xro INS NOR . To Dr R IN.. ST -S I THE WIN RNEN ES TO ° E IIREIN SECT rrPE x szE z:e r SEE srowoarSU a�Pw I EEeTeeEz wumewTUEs TDSu.Tu+ Txz TI �° o1,caE*E coNER� r , O �E DONc,ROD„ory . SECTION B-0 rmE vrE rD SECTION C -C SECTION D -D COMMERCIAL ENTRANCE µovoo sr sDz (HEAVY TRUCK TRAFFIC ANTICIPATED) Evisiox D.TIA IRI -1 � TH-FINNIN Note: Load Condition A Shown (No Packslope - No Surcharge) 28" Top Block Move Blocks Forward Handrail During Install to Engage SETBACK= 1,25" Shear Knobs (Typical) (4. o" Batter Angie on VIII) Ground Level III III LI�T H__ Wu lllm uWWuliulullp�i I1111!11WWWW n -Ii I19II11!� uIT11 u W W u W I-'i�-Inli III lil W -Ll LJI III W 1 1J11 WII II Ili i t I1 u W W W W l�IJ1�Ll IIH II I1i1=1��11 ,j1 W ill III III III Exposed LI J J ICI II W -t1 W W -ll iJl I �� I I Wall 'LANNVIFWF Ili-iT -I' Free Draining Backfill to Wall 4 Maxi 18 PIlIXIN6 (Fi III 911 I' l- W II -ill I- Extend at Least 12" Behind Height EAMEFORA '101 S(GnT INOUNT of NOVE,aENT W W IIILII 1=11 W IIW J Wall W W I!RII In- asTl EMOV .AIND -� P COrEIEONIT w2. L oPO.E v y GUT IOOUTE F R TEAL. \� / / nwnv FRomT UE+KF'ta,:EL NE PRUNE SOCKEaS-� Ill -W III Ilial Non -Woven Geotextile Ground Level J_II. L 1111W W If Fabric (If Specified) 1 LI I' W -III III - g-. WW-Wdlllilll IN11 h II-III III IL. iJ-� I-III�II W. TI W911 I III IU -Il �-II-I..�ll III 116 III-' 28"Bottom Block Levelin CONCRETE TIRE STOP. NOT REQUIRED IF PARKING SPACE IS 16' LONG. Il 111 !-III9W III_W�II�U- Fa PP Pad 1 a VIII I�L,W IJJ1`'I-I III J, ������W 11. 11'1=1JII Perforated Sock Drain III-,u_III-1- gt=1I X11 W J=W 1p IL.TII 'dJ-III=III �J�,1;1� iW-III- �n II a Crushed Stone (As Specified by Engineer) "VAN ACCESSIBLE" SIGN WITH MINIMUM 7 Leveling Pad NOTES: 1. Wall to be designed by others. See Redi-Rock.com for Detailed Section Drawings of Each Condition 2. Color of wall shall be Shown in the Design Charts Buffalo Brown RC5004 HIGH LETTERING MOUNTED UNDERNEATH °' Redi-Rock°International, LLCu F- - E"".� DTVPicalz9.P elc: UwX NC_ 5 RETAINING WALL DETAIL -30 SCALE: NTS ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB IRE. .1 T-EFORIFUTOR 0, szc,lav cwsr wa, --I-- , SEvNII sTTEEL NOTES s«" e'T R T w ,D OHNS A _ A 111 11 1- -11 11 1111 OF J� TEOL _T DED INER-1. NFEE To 1. T.1 OF FINEoRRi RRA,E RE I , 'D ` o DOEv„ e/ oN Dr o Ix"ERT 5 ToTIF WE swaaED .N AOOORD.wOE WRI RTMOM Ik T" °DST DE P�w D ro PE wD aE xATE� s EFF -I,L rD KE s TD DE w THE Dro PRIDE.DR THe E,RDO,DRE. eRAreL�I LDcs tm DD,aEcrDRs '% Sze DzrwL a SEC --N11111 01.21.1TWEET, 111 COLLAR DETAIL16T R,RrouszOF III INS TO RE I S SIT THE .11E IRRE For SETSLS SEE R w ST DETAIL sB ° W1.THISIFEW I I PRESIT a casr- _UF�- DE -TAIL A�,.u. o� z INFLIED 11 "1 ffVREVI1T E IT "wlRxa perp_ _ °ErEETWRRTIINI�.,�o 1111T . - ll�Q�000��0�Q�0Of_,POR qi p, . _ g.. a ry� WwE °OR TE DES q.J. ta - WEEP ISR �������������� o SEE sS WO EFF xµolew ^ DTE a ON z<5 s ro �Y2.. w �WILI R. c`xNOR °aDtR, MESH TIRESECTION A -A ° Nr CONCRETE QUANTITIES FOR MIN. DEPTH S4E DET.a -1'-i-iz' cnsr ,ROx mxCRee -,. aoO.vo.o -(Irl �PRo�DNI woO„T z, O.-STE °Pia1 -'i en° cu. To. co°�1c TE SECTION TION C -C SECTION ISLSI V-IT T S wxuracrDRER. we uar WE NT16 k abi°bF RITZ GRATE DETAIL Xv/°OTSTANDARD DROP INLET xsrox on. 12" - 24" PIPE: MAXIMUM DEPTH IH) - 10' - GEIoTI_NOWES•E111 IF TWO -P Y -11F. DR OF Tzro AND sxOD:D W-WE --F AIL FR- BE SUESITIET To TPE 1T 11 AVD �ae L ' ENT °r TYPE A R NNwDN "c PERPENDICULAR TSIT,,. uaNs° TYPETITIl IS B PARALLEL SHOESTRISTUDE _T 011 y..i; c TxAT I.a E o. ED E,E Eo 'D x „ vP Ll�l R =1 OF EA: EN,H<NCE ,x111, ­1111TIP .111 c" TDa LORD TYPE C aAE.I El war. Tws a., PARALLEL & PERPENDICULAR RD"oA,TD ,.0 a, HE N,NDFACTDKER Tc rvATE I, SEE rvDT ,: cnaNuc-_-,Bnsz'Nzx uun,E °R�.D�a rDT1��re�N�PL°°a° I DETECTABLE WARNING TRUNCATED DOME DETECTABLE sWARNING � acK INSTALLED ON A RADIUS DETAIL DETAIL oaf CG -12 DETECTABLE WARNING SURFACE reEr ERw:E R Ds °E D re DAn (GENERAL NOTES) soz SO,e s vwcw+ oEaavTUE.r or TRa1-TaTO1 -TE -.NLI TRIES NHT1,y A'O_LFR 'LANNVIFWF unu N. RUSER. FRRow SlIvITs OR cawssRANCN- 18 PIlIXIN6 (Fi AUGI 11LIFI-D WRI - y M1 �\-az,�NnRowooSTAKEs V-4" " EAMEFORA '101 S(GnT INOUNT of NOVE,aENT ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN , ' asTl EMOV .AIND -� P COrEIEONIT w2. L oPO.E v y GUT IOOUTE F R TEAL. \� / / nwnv FRomT UE+KF'ta,:EL NE PRUNE SOCKEaS-� SET OOteA iO GRADE OH,." ER NsI-ow voaAN Nc so Ls. Do OVERTISTOPOFTHEROO1 ' aur t �\ j OLARE snnit 0Ev5a,E 'ESNSPER.L.EOGRnOE M RaFIR RE ESS no oN G o. ER !. - I`.1cIPF TEa;wlrN NnT rE J= 1 III- \- G o Eosr LnvERLEIF REEensE P�ANTN L SCTRw"FEE LARoaNDR oTR11 PR11 So. NOT s�F, -S FERPORSITED 11 111E, CAP Ilii1. 111 _ PN 11LE RooT.AOLON N,OE soHMu�Gn _ xD vnreo RTA 7 TREE PLANTING DETAIL -30 SCALE: NTS ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3 -EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8.A.2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. roadbed contractor shall have CBR tests performed on 2. Upon completion of fine grading and preparation of the ed Subgrade, the c tr the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance tended o a natural watercourse. by the County. All drainage outfall easements are to be ex to a boundary line r n 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, IT the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public road.. 12. VDOT standard CD -1 or CD -2 cross -drains underto be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. CL I 2L J �-- 0.5' 5' I 2" SM 9.5A :uT , is aaPE GG -2 2% $LOPE GG -6 I'-1-"- -. 8" VDOT #21-A 3" BM-25.OA Aggregate base material Compacted Subgra de 1 FORD ROAD TYPICAL SECTION (10+00 -> 11+50) C -3o SCALE: NTS 18' 12' CG -2 8" VDOT #21-A Aggregate base material 2 FORD ROAD TYPICAL SECTION (11+50 -> 12+50) C-302 SCALE: NTS 1="S - i 18 CG -2 CL I 10' --I- 2'LI I-- 0.5' r- 2" SM 9.5A I 2% SLOPE Compacted Subgrode CL 12' -1 -to'- - 2" SM 9,5A 8" VDOT #21-A Aggregate base material r3 --'\FORD ROAD TYPICAL SECTION (12+50 -> 14+17) C-302 SCALE: NTS Compacted Subgrade 3" 3M-25.OA 3" BM-25.OA 18, 1 2�1 0.5' --- ---Mew . - 2,275 si - c�i Du npste \ - - -- Drainage P0. ublic Dum 12'x35 UFE359.0 - (4,550 ! 24r C. _ 4.0 age Ea Ps�ee� - ) _ s \\ 1 e '- 'Load' P 1 me r,9 - 3 n fFE= t � ; - 35 r I _ FE - 35 o' - - Q 2'x - 0 35' 1 1, 2 -STORY ae Coding 6 . m / - - - _ �- -- - 4 pope gN 79.0' 65:0'- - .50p -- , SF 25.0` _ (D,SF)--- - - PI a.tlon=12+69.5 - > : . DDD I '5'-0"dncr ete SI ewalk "r - a. - � - Detla An 1e-21"10'31" - 349.0 - � 9 - - 18 _ -- _ .5 � uFf_ :� - - -- - i2, Radius -350.00' D- _ C _ e p - O I - - n Length-1 Length=129.35' lLz, ro - _ - c� -New - 20_'-t=65.42' Drainage EFan En11 Pace x78' N 1 � 1 -- _ 1 ° 11 R C , - - >- G •1 0 1r D '" 8PV-C r - N52DO 1Z - - - -- -- `- - - N N / hwo -nR dert-aaiilr-.rin9 Wall .137.53'dc 8" DI Water - -.- - - - - - _ms .. -- --- - . r 24" OPE F - - - - - -- - -- - 29.4' n=1 . " \ , PI tatio0+51.52 _ D„ - - -s - --- Delta An le 25'04 1 - Q ' ce x - - _ 9 \.,Radius=110.00' -_.- .> -- �'"-�-_ -�--- _ - '$_ _ - - --.__ QO--------'---�-- --- © 12'x35'...__, CG Length=48.13, �,�----'� _ � �. �-- N ---- - � FF�= -- - Loading New 20' Tangent=24.46' � > - l tet /�--- - o --- -- "-®' / l � 5,C._.r�r;e$e, 5idewalkl p �\ Public•�' / 126.0 m + I. Dr _.. alnage Easemeri't. _euro\Y- N ,� sir _ _ / 48 o, - - - - - -- - - - - _11 S N - RIGH I -T r e 51d �. _ - - - - - - - - 348 p+ i - - - I I _ CC ONT URN w O c ,2 $TR FR LIN 2g A't � '__ _ � ,' -- -- ---- - to --- -- -- --- AHK � �t Goo GG �. m O 12'x35' `; Ay >t _ _ - -- -�- Loading Rumps 9 - 2 d k New Retoin' ' - - " - - - 1 o W Ing - _Wall .. ' 2A,, \ " 20' Public , " - - - -STORY- - _ -- - - - - - - -- - - :? ryhandrai! 5; _ DN ° age'Eas 7100 SF WX Height=g,� .' '- -, , O,0 n0� - ement __. - /FL D - -� `PTP G , \ -- - - - - - -- -- -- -- - - - 4 , . (14.200 -SF) - - .>..'• - �. �> - --'"E=349.35 __ -----�----- Monument >`PWd, k - -- - --_._ '___------------------ '� " �/ - '- - USE'=359.35 _ _----- 14.0' ,0 0 SI J _ - l- �.- New Retaining_yJal - WVSto P O ------- - - - Max - - 1 S. _ - - - - _ _ �-=8- - - _ SDEAD- __ _ - - - � - _ , - - � - - - - - - - - - - - - - - ..I. _ - \i9n END_TREC-'-------- - -_ - _ - - --__------- Height g' 0 3 18 - - n- __ - - - - - - - - - 0 -_-_-- ---� _- _ - _ _.---- _ � ` ------ - ----- ---- -3 O- -- - ----- -- -- - - --. - - -- -- E '-HD(E 2) xrs OverloY _ _ - - -- ---- ------ - - - - _ _ X -W set ANO RIGkTURN----- _ _ --' - ----- T TURN SCC- _ s.', o; _ - - - - - 2 - - - -'`�, 8„ ONTO FORD '- - ______-_----------- APPROXIMATELOCATION v ROAD ------------ -- ` HATER CSA Sign\ - " _._ -- - --- ` VARIABLE 9 n -- ---- ' DB 331-549 ACCESS EASEMENT New Steel �Ox ----------------------------------------- ------ ' . Bollards-------------------------------------- Sleet ----------------- Exist FN at � �� � - -- I MOORES CREEK LANE --------------- - ---- -- --------- ------------- OH, - __ (PRIVATE) _ ---------------------- ---- _ r� _97 _o NOTES: fob 20' 0 20' 40' 60' e 1. Refer to approved plans for sight distance profiles. .o1111111111 666666?ml SCALE: 1"=20' 400 390 380 1 370 -{ 12" 8" DIA. TYP r 1 18 PIlIXIN6 (Fi V-4" " NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN 360 ACCESSIBLE SPACES. vAN CORNER RADIUS T IS 1.5" (TYP) T- PtNALTT 14"R 12" qr 8„ '-10" 4" WIDE MITE PAINTED UNE. 2. - 4, SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE 350 4" WIDE WHITE PAINTED UNES SPACED 2' ON CENTER CONCRETE TIRE STOP. NOT REQUIRED IF PARKING SPACE IS 16' LONG. 5. PARKING' SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE INSTALLED. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE 340 a "VAN ACCESSIBLE" SIGN WITH MINIMUM 7 HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN T ABOVE THE FINISHED GRADE. 330 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP 1,\ DRAWINGS FOR SIGNS. 14" 8. SIGNS SHALL COMPLY WITH THE LATEST 11 SEE I 8' -1 WIDE WHITE PAINTED LINES EDITION OF LEAS (UNIFORM FEDERAL K Z7 SO SO m f Oo .Ov o o II II II II I II M II II II I IIM II II ii l II M II II II it IIM II II II II SO Iz: a as a o_a a0- as as as as 0_a as a0- as as o -a. •� -Vertical Curve Length = 100.00 Vertical Curve Length = 100.00 -IA urva- _ 10.00 Sig - - - -Vertical _ - Ig I ane = Ig Is once =� 1F 67 1 Slgl (stance 38.40 -Value = 9.52 K Value = 6.90 K- falue - .25 Existing Grade 1.5 _ = 4. -" Finish Grade 11 Jh MO rnh hN tnN h'N .-O ,oN PM'lM xM'fM M M M M M M M M M M M M M M m M 9 ~ Min JT NOTE 1 r- Min ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA 6 HANDICAP ACCESSIBLE PARKING DETAIL UNIFORM STATEWIDE BUILDING CODE), AND 10+00 10+50 THE CODE OF VIRGINIA SECTION 36-99.11. 4 FORD ROAD PLAN cQ. PROFILE -30 SCALE: NTS C-30 LORI SCALE: 1"=20' VERT SCALE: 1"=10' 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 400 IA A dp�2 J v, O i~ C3' az 0 allo Z �zoS 0 p 1 4 * WElz Wsx zw0L) r -a z W W 390 IL. U A 380 0 z 370 360 350 340 330 15+00 W w x z �a W P" a l4 WO z( C -I E- F14Q zQ W OZ �PH Z�rE F ° in WwE 4 w SHEET NO. C-302 SHEET 9 of 9